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7829 ENCINITAS BOULEVARD WIDENING SAXONY ROAD TO WESTLAKE ST CMS 96D LEGEND DESCRIPTION DWG. N0. SYMBO (SDRSD UNLESS NOTED) 3 A.C. PAVING. . . . . . . . . . . . . . . . . . PER SHT C—t. . . . . . . . . . . . GENERAL NOTES 2, II 1, L_2 A.C. OVERLAY . . . . . . . . . . . . . . . . . PER SHT C-1. . . . . . . . . . . 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL - �` If Q 6" TYPE 'G' CURB & GUTTER. . . . . . . . G-2 . . . . . . . . ENGINEERING SERVICE DEPARTMENT FOR ANY WORK WITHIN ENFORCE SAFETY MEASURES OR REGULATIONS. THE cn �— G THE STREET RIGHT—OF—WAY. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL W , _� =�, � 9� 8" TYPE 'B-1' MODIFIED CURB . . . . . . . . . G-6 . . . . . . . . . . . . . . . . . SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR _ ` C 8" TYPE 'B-3' MODIFIED MEDIAN CURBS 2. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT— CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ? y 9 OF—WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED AND HEALTH STANDARDS LAWS AND REGULATIONS. o SHt w rte\ \' s �p� 6" TYPE 'A' A.C. DIKE G-5 . . . . . . . . . . . . PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTERS II •. h= ,y p AND PAVING. 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND I T ' \ � R Y P.C.C. SIDEWALK . . . . . . . . . . . G-7,G-9,G-10. . . . . COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS � l =61 �' a. l �� — PEDESTRIAN RAMP . . . . . . . . . . . . . . . . . . G-27 TYPE 'A',G-32. —� FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND — ;%,'�, ,` 3. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, � �P' � \\ \ ` `�, � �{ ck`y SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND \ ° "` c STREET SIGN . . . . . . . . ..DS-13 . . . . . . . . . \O_ KNOWLEDGE, THERE ARE NOT OTHER EXISTING FACILITIES NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THEF BOX! T� UZ } \ W/ANCHOR BASE. EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE " ` STREET LIGHT & PULL . . . E-1,E-2 . . . . . . . " � °� \ , r C\ ;= icX' - FOUNDATION, H.P. 250 WATT (POLE HEIGHT 28 f2 —Q CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OWNER AND ENGINEER HARMLESS FROM ANY AND ALL >-- t -- MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE t�! \ y ' MOUNTING HEIGHT 30'±I') HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING r a — SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE BtD .� Ar psi �p1 RCP. STORM DRAIN . . . . . . . D-60 . . . . . . . . — OWNER OR THE ENGINEER. 4,o« .-S 2 �j, CONCRETE LUG. . . . . . . . . . . . . . . . . . . . D-63 . . . . — — — 4: LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY ' ' ' ' ' ' — WORK TO BE DONE SHALL BE CONFIRMED BY FIELD 15. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS ' MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. DAMAGED DURING CONSTRUCTION, IN KIND. ��2 TYPE 'A' CURB INLET . . . . . . . . . D-1,D-11,D-12 . . . . . . . . CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 16. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL KEY MAP TYPE 'B' CURB INLET . . . . . . D-2,D-11,D-12 . . . . . . o AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED 1" = 200' OF EXISTING FACILITIES. DURING CONSTRUCTION. TYPE 'J' MEDIAN CURB INLET. , . . . . . . D-45,D-11,D-12. . . . . 12oj 5. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND 17. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHEET INDEX ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR SHALL BE t0.1 FEET, AS MEASURED BETWEEN COORDINATES. COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 18. HORIZONTAL AND VERTICAL CONTROL FOR DESIGN WAS SHT. N0. DESCRIPTION TYPE 'A' STORM DRAIN CLEANOUT . . . . D-9,D-11 . . . . . . . BASED ON FIELD AND AERIAL SURVEYS PERFORMED BY: NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS DUDEK & ASSOCIATES, 605 THIRD ST, ENCINITAS, CA, 92024, CIVIL STREET MONUMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT ARE UNDERGROUND INSTALLATIONS. FOR JANUARY 1994, AND SUBSEQUENT FIELD SURVEY BY: LOCATION OF ELECTRICAL CABLES AND GAS PIPING SOWARDS AND BROWN, 2187 NEWCASTLE AVENUE, SUITE 103, 1 T-1 TITLE SHEET RIGH T—OF—WAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — - AND APPURTENANCES, CONTACT THE SAN DIEGO GAS CARDIFF BY THE SEA, CA 92007, AUGUST 1995. 2 C-1 TYPICAL CROSS SECTIONS & ELECTRIC CO. TELEPHONE: (800) 422-4133. 19. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 3 C-2 PLAN & PROFILE 6. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES SECTION AND DETAIL KEY STARTING WORK NEAR COMPANY FACILITIES AND SHALL TO OR USES OF THESE PLANS. ALL CHANGES TO THESE 4 C-3 PLAN & PROFILE COORDINATE HIS/HER WORK WITH COMPANY PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 5 C-4 PLAN & PROFILE SECTION OR REPRESENTATIVES. THE PREPARER OF THESE PLANS. DETAIL NUMBER NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT 20. THE GEOTECHNICAL REPORTS ENTITLED ENCINITAS 6 & 7 C-5A & B STREET & DRAINAGE DETAILS DRAWING ON WHICH BOUNDARY ARE UNDERGROUND INSTALLATION. FOR BOULEVARD WIDENING, OCTOBER 1995, PREPARED BY ROBERT 8 C-6 MISCELLANEOUS DETAILS SECTION OR DETAIL LOCATION OF CABLES AND APPURTENANCES CONTACT PRATER AND ASSOCIATES APPLY TO THESE PLANS. IS LOCATED PACIFIC BELL. TELEPHONE: (800) 422-4133 21. SAN DIEGUITO WATER DISTRICT IS RESPONSIBLE TO RELOCATE 7. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ANY EXISTING WATER FACILITIES (FIRE HYDRANTS, METERS, UNDERGROUND INSTALLATION. FOR LOCATION OF CABLES VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY AND APPURTENANCES CONTACT (800) 422-4133. THIS PROJECT. 8. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL 22. CONCRETE CLASS PER GREEN BOOK STANDARD SPECIFICATIONS BE SHOWN ON THE AS—BUILT IMPROVEMENT DRAWINGS. ALL TABLE 201-1.1.2 . UTILITY SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT— BENCHMARK SITE OF—WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 23. ASPHALT GRADE PER GREEN BOOK STANDARD SPECIFICATIONS ENCINITAS. TABLE 203-1.2(A). 9 U-1 ELECTRIC—TRENCH, CONDUIT SAN DIEGO CO. WELL MONUMENT STA. 1+95.39 & SUBSTRUCTURES o DESCRIPTION: BRASS CAP IN WELL MON. o 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES 24. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND r (A ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. TRAFFIC LOCATION: INTERSECTION SAXONY RD. AND ENCINITAS z o v7 BLVD. ON OLD CENTERLINE OF RS 458-66 P ox af z 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY 25. A PERMIT SHALL BE OBTAINED FROM CALTRANS PRIOR TO 10 TR-1 STRIPING AND SIGNING PLAN < _J a z ELEVATION: 107.668 FEET ¢ _ MONUMENT OR BENCH MARK WHICH IS DISTURBED OR PERFORMING ANY WORK WITHIN CALTRANS' RIGHT—OF—WAY. a a_ DESTROYED SHALL BE RE—ESTABLISHED AND REPLACED BY ll TR-2 SIGNAL MODIFICATION PLAN o w A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 26. THE CONTRACTOR SHALL NOTIFY CALTRANS ELECTRICAL CITY OF _J I 12 TR-3 SIGNAL MODIFICATION PLAN < SURVEYOR. MAINTENANCE PERSONNEL FOR THE MARKOUT OF ALL EXISTING ENCINITAS a CALTRANS FACILITIES. CONTACT PERSON: RAY ANDERLINE 13 TR-4 TRAFFIC SIGNAL AND SAFETY LIGHTING BLVD 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE (619) 746-2947. v FLT, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL 27. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UNDERGROUND TRAFFIC CONTROL OqF PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC FACILITIES TO DTERMINE THEIR EXACT HORIZONTAL AND VERTICAL WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO LOCATIONS PRIOR TO THE START OF ANY CONSTRUCTION. 14 TC-1 TRAFFIC CONTROL STAGE I q REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO ENCINI TA S REGIONAL STANDARD DRAWINGS (LATEST EDITION). 15 TC-2 TRAFFIC CONTROL STAGE II Cn bi 12. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND LANDSCAPE REQUEZA ST PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN 16 L-1 IRRIGATION PLAN—MEDIAN THE CONTRACT DOCUMENTS AND SPECIFICATIONS; AND IT IS 17 L-2 PLANTING PLAN—MEDIAN \ MAP /� HIS RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION VICINITY AP TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK; 18 L-3 IRRIGATION PLAN—SLOPE AND THAT ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK N0 SCALE SHALL BE REDONE TO MEET SAID REQUIREMENTS SOLELY AT 19 L-4 PLANTING PLAN—SLOPE THE CONTRACTORS EXPENSE. DESIGNED BY: DATE: 20 L-5 IRRIGATION DETAILS 21 L-6 PLANTING/PAVING DETAILS DRAWN BY: SCALE: ASSESSOR'S PARCEL NOS. PROJECT MGR.: JOB NO.: _ UNAUTHORIZED CHANGES & USES: The engineer preparing these plans Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to will not be responsible for, or liable for, unauthorized changes to or assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons 258-111-12, 13, 14, 15, 16, 29, 30 ENGINEER OF WORK: uses of these plans. All changes to the plans must be in writing and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction and must be approved by the preparer of these plans. contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection DATE: with the performance of work on this project, excepting liability arising from the sole negligence of design professional — — — — _ RCE: . CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS I EXP. -0 TE: . REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED eY APPROVALS CITY OF ENCINITAS ' ENGINEERING DEPARTMENT DRA ING NO. BENCHMARK: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR VED Pueuc IMPROVEMENT PLANS FOR: 0 11—SI ' SEE NOTE HEREON HORIZONTAL AS NOTED W STREET AND STORM DRAIN IMPROVEMENTS � ,) DATE: BY: �"�'� Y•7 ENCINITAS BOULEVARD WIDENING LOCATION: VERTICAL AS NOTED R.C.E. N0. BY: ENGINEER. ATE: 7— w — 9 7 -DATE: SAXONY ROAD TO WESTLAKE ST - ELEVATION: DATUM: EXP. WORK PROJECT NO.CMS 96D TITLE SHEET SHEE T OF 10 20014 I.DWG 17+00 40' - STA. 20+98.42 TO 25+75 40'- 35.44' - STA. 25+75 TO 24+75 128 - - - - - - - --- 128 132 - - - - ---- 32' STA. ',20+98.42 TO 24+75 -- -- --- --- -- --- 132 8 5' 4' 49' \ STA. 12+43.65_TO 20+ ;8.52 -- - - ----- -- P - - - - P ' -- - S 5" 4" 1' MIN. \ 1 2 32 REMOVE \ 3 m w EXIST. AC PVM'T. 2: 1 N STA. 15±40 TO 24+75.00 2❑ G \\ 10 2:1 \ 6 4 /', 10 124 - - - - -? - --------- --- -- - -- .. 124 128 ------ -- -- --- - - ---\_ ---- - - - 128 �o EXI ST AC PvMT SAWCUT 10 16+00-20+00 16 8 6 2 L 10 - O ���fk1Sr A 4' `° V - 6 \p AMT 1 6 2 u c . ' 5" AC (TYPE III B-AR4000) 10 -60 -40 -20 0 20 10 6" CRUSHED AGGREGATE BASE 10 TYPICAL SECTION � MODIFIED TYPE B-1 6 MEDIAN CURB -- - -- - - — -- - - - -- -- 6-- - - SHOWN AT 23+00 SEE SDRSD G-s 120 - -60- - -- 40 20 0 3 20120 A MEDIAN CURB DETAIL TYPICAL SECTION NO SCALE SHOWN AT 17+00 I i i I i 5" 3-1/2" MODIFIED TYPE B-3 z 8' 8' MEDIAN CURB z CONST. MEDIAN CURB PER SDRSD G-6, TYPE B-1 SEE SDRSD G-6 REMOVE EXIST. PLANTER CURB 5' 49'- STA. 12+43.65 TO 20+58.52 32' � >" -- -- - - 116 - - - ---- - r�9{r- ---- -� - - -- --- --- 116 -. _ - - - - - ---- - 2- ( - -- - -- - -- - -- 1 2STEELn BAR ' ••D '.. ib EXIST AC PVMT. b' 3 r" 10 1' ., 5' " 49'- STA. ' 12+43.65 TO 20+58.52 P 5' qO * 8 STA. 12+40 TO ti g' - - - - - - - 10 13 ( 5+40 124 - - - - - --.._.. - ---- - - _ - " 124 3" 4 10 S 10 MIN." DIIA. STEEL 8 DOWELS _ 2 z' 2 ' — 6 7 s 6 B MEDIAN CURB DETAIL 112 _ - - -- - - - - - - - 112 - -- - -- - - - --- -- - - - --' - - - /� NO SCALE C1 7 -- - - -60 -40 -20 0 - -- - 20 1 ** SEE SHEET C6 15 TYPICAL SECTION SHOWN AT 20+00 -60 -40 -20 0 20 TYPICAL SECTION SHOWN AT 13+00 24" DISPOSITION NOTES CONSTRUCTION NOTES 1' MIN. 4" 5" 10 CONSTRUCT CURB & GUTTER PER SDRSD G-2, TYPE G. REMOVE EXIST. AC PVM'T. 00 w REMOVE EXIST. AC PAVEMENT Q2 — CONSTRUCT SIDEWALK PER SDRSD G-7. D 3Q REMOVE EXIST. CURB-GTR & SIDEWALK CONSTRUCT MEDIAN CURB PER DETAIL 'A' ON SHT. Cl 4o- REMOVE EXIST. AC BERM ®—CONSTRUCT ACCESS RAMP PER SDRSD G-27, TYPE A. SAWCUT .. 50 REMOVE EXIST. MEDIAN CURB ® CONSTRUCT DRIVEWAY APPROACH PER SDRSD G-14. • EXIST. AC PVMT. S ©—CONSTRUCT 5 ASPHALT CONCRETE (TYPE ill B-AR4000) .. . OVER 6" CRUSHED AGGREGATE BASE. 108 _ - -_ _ - -_ _ _ - -- __-_ -___-- �' _ _.. _ 108 o . Q7 GRIND EXISTING AC PAVEMENT TO A DEPTH OF 1-1/2 r THEN — - - -�\ \ No CONSTRUCT VARIABLE DEPTH AC PAVEMENT OVERLAY. 5" AC (TYPE III B-AR4000) O9 —CONSTRUCT ASPHALT CONCRETE DIKE PER SDRSD G-5. \ 5' 39' Q5 CONSTRUCT MEDIAN CURB PER DETAIL 'B' ON SHT. Cl -------_ - - -- --- -— ---74` --- - - - -- ©—CONSTRUCT MEDIAN CURB PER DETAIL 'C' ON SHT. Cl 6" CRUSHED AGGREGATE BASE 3 MODIFIED TYPE B-2 2:1 \\ 1 _ - - - - - - - - - MEDIAN CURB - PVMT. - SEE SDRSD G-6 - _ T AC EXIS 10 C MEDIAN CURB DETAIL C1104 _ - -- - -�- --' -- ---- -- -- - __ - - _ ___ - . 104 NO SCALE -60 -20 0 20 z —4o 6 TYPICAL SECTION STA. 10+29.94 TO 11+14.65 2 _ SHOWN AT 11+00 NOTE: THESE TYPICAL SECTIONS REPRESENT GENERAL CONFIGURATIONS OF THE PROJECT PLEASE REFER TO PLAN SHEETS FOR SPECIFIC VARIATIONS, TAPERS, ETC. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. 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INSTALL 24" RCP AND MORTAR - AROUND_0 TSIDEWALL& PIPE TO.. _-- -� -- -- _--- -- _-- -- -- -- _-- .__-- --- -- -- - -._ It ASSURE WATER TIGHTNESS; II _ - $ -- 13 N d ' vi J M a ' IIII _ N"to 10 }Z J O H I II O J a 2 g I - ' ooujr- n LI HZ _+ O W 9 p —li_U - - ➢9 ys N ®I I O Lu - - - — - - -- - _ _- - - - - -- -- -- - -- 0:11 11 WII II' I I i REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP BY: STORM DRAIN IMPROVEMENTS OVED PUBLIC IMPROVEMENT PLANS FOR: O 11-SI HORIZONTAL AS NOTED SEE SHEET T, DATE ENCINITAS BOULEVARD C - B n BY LOCATION: VERTICAL AS NOTED R.C.E. NO. ENGINEER DATE: 7- /y -% ;P DATE: a" ELEVATION: DATUM: EXP. WORK PROJECT NO. CMS 96D SHEE 7 OF �.6 a 5" 4" 1' MIN. REMOVE EXIST. AC PVM'T. SAWCUT o EXIST AC PVMT. \ /L u c 3" AC (TYPE III C2-AR4000) I SCALE 1 "=20' 6" CRUSHED AGGREGATE BASE TYPE B-1 PROTECT IN PLACE MEDIAN CURB PROTECT IN PLACE DECOR LIGHT SDGE VAULT SEE SDRSD G-6 L5 9,, I _ A PLANTER CURB DETAIL j y ��h� �� , __—� — I C6 NO SCALE G.ioy CONSTRUCT MEDIAN CURB PER ER A X 1 �0 t t sy91 SDRSD G—�. TYPE 8-1� — I REM VE EXIST. PLANTER CURB T� \ SAW UT EXIST 1 'aAC yMT. i -- < t° � REMOVE E ST. PLANTER"CURB ` ROTECT l PLACE \ \ DE OR LIGH CON STR T MEDIAN CU PER A� SAWN EXIST 3 l 9l x o a m v I REM EXIST. PLAN R CURB ( �� J r P, O n 4 1 X �� - -- i t AC P �, I r•� , C ��1 � °l�'>r`� ,ye alp � P � m� m = � CO STRUCT MEDIAkJ CURB PER A � vV / � — /L SDRSD G-6� TYPE —1 �� A � � . • ti `° _ SAWCUT EXI AC PVMT. �-. � � , " �� l % ! ; � 1 h � iL LL - NI , 1 i i LINE DATA �I -Ti- v o I h� � �,, / DIRECTION DISTANCE �y/ X L1 S 8411'24" E 31.42' > ' L2 S v a 11 G, _ A L3 N 03 50 50' IN 45.981 �i � `'� � \ L4 N 85'5T14 E 9.7T \ � L5 N 85'57'14" E 7.21' , � A X CURVE DATA 4 i / \ RAOIUS LENGTH DELTA —1 X Cl 5.00' 7.88' 90'19'59" _ I p y C2 865.00 80.46 05'19 46" �I 1 C3 5.00' 7.85' 90'00'00. C4 5.00' 7.85' 90'00'00" C5 10.00' 14.02' 80'20'34" C6 10.00' 15.74' 90'11'56" CALLE C7 12.81' 20.99' 9354'28" MAGDALENA REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: STREET IMPROVEMENTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: 00,11—Si LOCATION: HORIZONTAL As NOTED � SEE SHEET T1 DATE: BY: « BY: ENCINITAS BOULEVARD 6 VERTICAL AS NOTED R.C.E. No. ELEVATION: DATUM: 1+IL`q1 WORK PROJECT NO. CMS 96D SHEE ENGINEER EXP. •7 -/4—Q7 DATE: 8 OF 'g - . GENERAL NOTES 1. ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKINGS AND SIGNS SHALL 4. COPIES OF THE STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS BE THE RESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND 8. THE INSTALLATION OF ALL SIGNS SHALL BE THE RESPONSIBILTY OF THE STRIPING SHALL CONFORM TO SECTIONS 84 AND 85 OF THE CALIFORNIA MAY BE OBTAINED FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128,SACRAMENTO, GA 95819, (916) 739-2400. CONTRACTOR. ALL SIGNS SHALL CONFORM TO THE CALIFORNIA DEPARTMENT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED JULY, 1992. OF .TRANSPORTATION TRAFFIC MANUAL. ALL SIGN POSTS SHALL BE ANCHORED 2. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF 5. THINNING OF PAINT WILL NOT BE ALLOWED. TWO (2) FEET DEEP IN CONCRETE AND LOCATED 18-24 INCHES FROM THE FACE OF CURB. THE BOTTOM OF SIGNS SHALL:BE SEVEN 7 FEET ABOVE THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. ADJACENT GROUND EXCEPT R7 & R10 SIGNS MOUNTED IN RAISED MEDIANS), 6. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL 3. SECTION 84-03.02 -MATERIALS-, OF THE STANDARD SPECIFICATIONS IS LANE LINE AND CENTER LINE STRIPING. 9. CONTRACTOR SHALL NOTIFY CITY TRAFFIC ENGINEER UPON COMPLETION OF AMENDED TO READ: STRIPING AND SIGNING. PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING 7. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT LO ING STATE MARKINGS BY SANDBLASTING, AND REMOVE ALL CONFLICTING RAISED PAVEMENT 10. FOR ALL REFERENCES TO DETAILS OR FIGURES SHOWN HEREON, REFER TO SPECIFICATIONS: MARKERS AND REPLACE ALL STRIPING, PAVEMENT MARKINGS AND PAVEMENT, CALTRANS STANDARD PLANS DATED JULY, 1992, SHEETS A20A-A20D, A241- PAINT MARKERS REMOVED DUE TO CONSTRUCTION, A24E AND CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL. RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-42L-30 OR 11, ALL ARROWS AND LIMIT LINES (12° SOLID WHITE) SHALL BE THERMOPLASTIC. 8010-61G-10, GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010-51J-22 (TYPE IQ. 0 40 80 GRAPHIC SCALE: 1 '1=40' J o12 R81 SIGN 13 (� 12 0 ° X TYPE N 12 1 3 _BUS STOP 13 �Tj m N 12 w R34-2 o PARK & RIDE Y.M.C.A. 13 ` \\ Ott�/' ,\ \ 12. R-18 ,x 13 -n.k., 13 SIGN �\ \\ °; \ 011 0 15 « w. i 8 w �y�� R61 SPECIAL 5 ' 12 R-1S t2 RIO K, N MARKER f2 ,. ut N�1 N-AL-FO BEG AND END OF ARC ' - .. _ �i R10 R61 SPECIAL (48'x30') R35 TRUCK ROUTE \°� '� 1`�t" (((,,,((( �r� FOR WB LANE LINES y REPLACE EX R10 WITH NEW 12 SIMILAR TO SEE R61-13 R30 (NO PARKING) 14 ° ��1 4 N _ _ - - R=700' APPROX.) i EN FREE S13 °� - - _ - _ - - - R7 70 ` a k 12 A °''�' INSTALL G29 NORTHBOUND •9 R17B `� l ✓ 8 - - - - - 1 14 --O 12 TYPE N 16 FOR LEFj R 5 USE RIGHT LANE O °`. A\_ NO LEFT TURN 13 ` _r .N° 0 LANE LINE. Y - T '. BEG AND END OF ARC (APPROX) °� H G v R7 13 TYPE N 12 o 10 FOR WB LANE LINES 2 :� 77 N 8 G 8 ry \ 1 -_ R=700' APPROX. ct 4 120' f b 1 1 F-l.. �6 --�_ 11 - 8 �. 4 Z4 10 a 8 N 11 - 8 _ 12 5. - _._._�..,r.�---`�'-'-""'..�. -- .� 18 �.' N - Q TRANSITION t EV tt" 20' 227' OF Ir EX PARK & o. lit i ❑5 `'� \ Co RIDE SIGN ° (fit ' .. \ ^ \ w � � R7 14 ,\\ �. 0.y. r9 +��Y pj 1 y "L EXIST. R35 , °..- - ° ��� A," Y'�® (� ° -.. r --- - 11 EXIST. G26 & G36 m ' 1 V e ---- _ °- m� a _ .. SIGN PACKAGE 5 V 2 yf 0. It CONSTRUCTION NOTES 3 \ \ 12 10 N (r ` 0 INSTALL CALTRANS DETAIL 12 WITH 14 REMOVE EXISTING SIGN. 4 Z 7 1 50' LONG WIDE BREAK LINES AT INTERSECTIONS. O 'NO TURNS' LEGEND. m k \\ \ 13 a INSTALL CALTRANS DETAIL 29. 15 INSTALL CALTRANS DETAIL "37B. CU /- "BIKE LANE' LEGEND. �EX R2(40) ti 7 � INSTALL CALTRANS DETAIL 32. 16 ABANDON EXISTING LOOPS. R10 �\� \ v �! NEW STRIPING/MARKING 13 STREET NAME SIGN O4 INSTALL CALTRANS DETAIL 38. 77 INSTALL TRAFFIC LOOP FOR PHASE INDICATED. LOCATION OF LOOPS REPLACE EX R10 MATH NEW \ A IS TO BE CONFIRMED WITH CITY ENGINEER BEFORE INSTALLATION. ------ R10 EXISTING STRIPING TO REMAIN AND/OR. REPAINTED, 12 ry INSTALL CALTRANS DETAIL 39. REPLACE EX R10 WITH NEW 18 SPLICE LOOP LEAD IN TO EXISTING DLC IN EXISTING PULLBOx. IF INDICATED BY CONSTRUCTION NOTE. �Z .., INSTALL CALTRANS DETAIL 39A. 99 INSTALL BIKE LANE LOOP. \�]' r INSTALL 4' WIDE WHITE CONTINUOUS LANE LINE ------ EXISTING STRPING/MARKING TO BE REMOVED. - f - ® •Z` WITH TYPE G MARKERS (ONE WAY CLEAR REFLECTIVE EXISTING STRIPING/MARKING IS SHOWN FOR REFERENCE IN SOME AREAS. 3 ® ^ \ RAISED MARKER) AT 48' ON CENTER. REMOVALS REMOVE CONFLICTING EXISTING STRIPING AND CONTRACTOR SHALL REMOVE ALL EXISTING CONFLICTING STRIPING/MARKINGS A �Z \ 14 R7 INSTALL 12" WIDE WHITE LIMIT/CROSSWALK LINE (THERMO MARKINGS BY WET SANDBLASTING. PATCH HOLES WITHIN THE LIMITS INDICATED WHETHER EXISTING ory y a LEFT IN PAVEMENT LEFT FROM RAISED MARKERS. STRIPING MARKINGS ARE SHOWN ON THE PLAN OR NOT. PLASTIC. 10' WIDE CROSSWALK). FOG SEAL PAVEMENT AREAS WHERE EXISTING STRIPING/MARKINGS / \ ❑9 PAINT 8" WIDE YELLOW LINE. IS SANDBLASTED AND/OR RAISED MARKERS ARE REMOVED. 1 > EXISTING SIGN TO BE REMOVED OR RELOCATED_ \ \ 10 PAINT MEDIAN NOSE YELLOW. (IN AREAS WHERE NEW OVERLAY IS NOT PROPOSED) CONTRACTOR SHALL REMOVE ALL EXISTING CONFLICTING SIGNS -- \\ 2 5 R7 i i REPAINT EXISTING STRIPING. WITHIN THE LIMITS INDICATED WHETHER EXISTING / " W V,•/ \\ \ 12 TYPE N INSTALL LEGENDS WHERE SHOWN ON PLANS SIGNS ARE SHOWN ON THE PLAN OR NOT. �Y o® C7 vC�•� 12 INSTALL SIGN AS INDICATED. - ` 7L 6 � _. b * CALTRANS TYPE IV (L) ARROW. h NEW SIGN �' / J V' s s� ��° 13 RELOCATE EXISTING SIGN. 2� / y ® �'+�'ry ' R10 5 1 a SORE � CALTRANS TYPE IV (R) ARROW. / v Q .- 12 \\ 4 OR 'AY �)► CALTRANS TYPE 1(10) ARROW. / `: s,', may° \ <1 H CALTRANS TYPE VI RIGHT LANE DROP ARROW. 10 h EX. NO PARKING & \ \ ry - BIKE LANE SIGN / i� /, .N - EXISTING 3 / 9 / / SIGNALIZED \\ e 6 C4 / INTERSECTION ryry }y \\ 4 " N N Vi 9 °P N -' 2a °� x _�� \�'\\ / r i P, 2 ° 'i EX R46 \\`_ Q (V r r -� r -.� //r \ Y-C` ' ° �' °O '�4' °°�/ ��ry / 78 � •,n � % '• / (/ to •N `3 . y0 W75 ° 12 ENCINI Tg S E3L V® � /5 s. Ul 18 (`` DF. 12-31-99 19 - s \ tn�A NO. CD47128 Clyk Z _ 16� 5 f // OF All utilities shown on this plan are based on available ®� records. It shall be the sole responsibility of the contractor fn ��� o, w75 12 �` nA/. ENGINEERS PLANNERS to verify all existing utilities by contacting utility agencies s \2 6V/1 MUNICIPAL CONSULTANTS and to ovoid damaging existing utilities during excavation. FOR UNDERGROUND SERVICE ALERT CALL' -w-os 97 to 424 Summit Street, Suite 120, Oceanside, CA .92054 —� 1-800-422-4133 (619)721-5977 Fax: (619)721-5975 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT AC/j AC/jL I JL A APPROVALS CITY OF ENCINITAS DRAWING NO, BENCHMARK. CENTERLINE WELL PLANS PREPARED UNDER SUPERVISI❑N'' OF RECOMMEN D- ❑ D ' MONUMENT TOP BRASS DISK /� p �+ 0Q11 — LOCATION ro INTERSECTION OF HORIZONTAL AS SHOWN DATE BY; , BY: ENCINITAS BLVD RR & ENCINITAS BLVD r TR- RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN R,C,E. N❑, ; 47128 7� 1G •-4� STRIPING AND SIGNING ' PLAN " VERTICAL DATE DATE, NAVD 88 USG&GS DATUM ELEV 71.386 ENGINEER EXP. 12-31-99 WORK PROJECT NQ: . SHEET F 11112 DRAWING REVISED:BY TRANSTEGH ENGINEERS, INC.. - TRANSTECH FILE NO: 95046\SS01, JULY 1997 ., CONSTRUCTION NOTES WORK TO BE DONE POLE SCHEDULE EXISTING POLES REMAINING AS IS NOT SHOWN PED POLE'. LOCATION 1 EXISTING CONTROLLER AND CABINET ASSEMBLY. CONSTRUCT TRAFFIC SIGNAL AND SAFETY LIGHTING MODIFICATION AS SHOWN STANDARD VEHICLE SIGNAL MOUNTING PPB ❑ ON THESE PLANS. LUMINAIR SIGNAL (SEE DETAIL mf) CONTRACTOR TO PROVIDE AND INSTALL ADDITIONAL DETECTOR AMPLIFIERS AND No. I:LS.N.S. REMARKS 262 DISCRIMINATORS ' FOR NEW LOOPS AND OTHER NECESSARY EQUIPMENT PER CALTRANS TRAFFIC TYPE SIG.. LUM. LPSV MAST ARM POLE MTG, 9s QUAD ARROW E B C STANDARD PLANS M.A. M.A. SIGNAL CONTROLLER AND EQUIPMENT SPECIFICATIONS LATEST EDITION. A 17-.1-70 R RELO ATE OMPLETE - - - - - - - * - * - CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD DATED JULY, 1992. B 1 'A R RELO ATE OMPLECE - - _ _ _ _ _ _ ,k * _ ❑ INSTALL E.V.P. C 26-4-80 N 40'(N)15`(N) - (2)- MAS N SV-1-T(N)- T N SP-1 -T(N) — - - Saxony Rd(N) D 1-A N - - - - TV-1 -T N) - 6 S R - - iIc �e - 3❑ INSTALL 1 EVP-DLC THRU EXISTING CONDUITS TO CONTROLLER. STANDARD SPECIFICATIONS TYPE 15 R RELO ATE OMPLETE - - - - - - - * - * - 4❑ INSTALL NEW PED HEAD AND `PPB BUTTON ON EXISTING POLE. CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DATED JULY, 1992. 1-A R RELO ATE COMPLETE - - - - - - - * # INSTALL NECESSARY CONDUCTORS THRU EXISTING CONDUITS TO CONTROLLER. • CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS �K LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. ALL SIGNAL POLES AND EQUIPMENT TO BE REMOVED AND SALVAGED SHALL BE FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION. DELIVERED TO CALTRANS SALVAGE YARD AT 11900 SINGER LANE, SPRING VALLEY, (R) RELOCATE EXIST. POLE AND EQUIPMENT TO NEW LOCATION CA, 91972 CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL LATEST EDITION. (N) NEW EQUIPMENT AND POLE `e` ABANDON ALL CONFLICTING EXISTING DETECTOR LOOPS. M IN ` DETECTORT i, ';i i o3 h i IL i w ECR 1" .PVC NIPPLE LENGTH AS REQ'D ` O ? �} i it i- i G 11�" TO 1" REDUCER NN INSTALL 2"C,,r 3 DLC i i ttt !l C i YYY DETAIL m BACKPLATE OCR 03 , s' . 'i % h 1 O e I CR 17-1-70 COMPLETE 11 t RRF-= ;j t INSTALL 2"C., 2-DLC & PULL ROPE � INSTALL R49 & PED BARRICADE ` ' p C^ p �+�+c �a � 8 ti t t '� � R/W DETAIL '� �� �+ Em V ml` • DETECTOR ASSEMBLY �`t t � PROP. CURB & GUTTER D 06 F -INSTALL 2"C., 4-DLC & PULL ROPE PROP. CURB & GUTTER ` R49 & BARRICADE i N.T.S 6 g > �, t PEt - EX. CURB & GUTTE ` 2 S O 06p B Z'/// 5 3 O , _ COM EX. R49 & PED BARRICADE fg" v <\ 6 rr 5 9 4 ¢v 02 � � - � � =• fi' ENCINITAS K 06P f I� t E r at h _ gA4I O.L.C.1, � r RS ' `1 � 0 PLETE RR O.L.A. r ��� t � _ CB , rr104 1-A LEiE RR `,. .: I �, � � `�_ � ,, �,' t, t ' ` j I R , i t f ,f s� 6 ~�s 6 1�- O.LA. o rd6 180' TO 240 TO PV 1 i„, LIMIT LINE t AB I LIMIT LINE -- --------------- -----_-- I _ D. <° a <° s) <° i <° i <° i 1 02 O.L.C. \ 1 \, 1l II I f f L� ° . --°----- ------ ° --°--°-- L 2 r Irl 3 C. & O.L. 2 �� `------ v �; v .. .. I SIG HEAD 3 Oa,2°��} ---- r (� � } 03 2 ^`��mey`` <` ^`�) <` ^`�) I `e) <` J) i RS 14 \\. i 2 '�Ot,,L•�/• { 13 v - °--°-.----- ° --- \ , , 1 \ 't. Y. \ ;�o3 icy `r, a03 NN -r`..� vv^yr°tr.rr-.•'�.^'r'lw"rw�wro-�v^. yry„^,-,^+^,^.mow-.,+'v- r"r�;e. ....,•g..�,-.a.r,e^�,,,,,^ 4 -----_ -I- �— -�X, V2 C. INTERCONNECT - I ° r O �202P I - i 0 %V� - CONDUCTOR SCHEDULE �z ' 01X­Y P CONDUIT SIZE AND RUN ---�--� --------- #6 n r, G _-- -. _ — AWG SIZE A POLE OR 3-3" 2-3” 2-3" 3" 3" S' 3„ S' 3" 4 �v ' / , ° ° � - ERVICE OR g EX. R49 & PED BARRICADE I I r �- EX CABLE TYPE E CIRCUIT 1 2 3 4 5 6 7 8 9 1 1 1 t ~` __ POLE - A 1 1 - - 1 1 - - - I I n "?" Sign � Z 1 INSTALL R49 & PED BARRICAD �tiV R/W N0. 14 CABLE t 1 - - 1 1 - - - /� /� ,�' '"` ._. � EX. INTERCONNECT ' EX. R49 & PED BA CAPE , N 3 N C t �v �/ D , , , , , , - _ - _ - _ - _ , , - , ,4 � BLVD IN S G, H, 1, J o i �� QENERAL NOTES IN 71 LO v v I 1 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS \ THE COj�ITRACTOR 'SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SHALL BE BLANK DURING FLASHING OPERATION. 10 LIGHTING - 2 2 2 2 2 2 - 2 UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS AND VERIFY ALL IISNS — 2 2 — — — — — — PHASE DIAGRAM tiF JOBSITE CONDITIONS. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OF ALL 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING SUBSTRUCTURES. PROTECT ALL FACILITIES DURING CONSTRUCTION. TRAFFIC SIGNAL INSTALLATION. SIGNAL SERVICE EXI NG OND CTO S TYPE "B" DLC OLA LOOP LEAD-IN 1 1 - - - _ _ - - 03 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 9. ALL CONDUIT AND FITTINGS SHALL BE ;PVC, 2" MIN. INSIDE DIAMETER UNLESS UTILITIES AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA 2 EXI NG < >i STANDARD SPECIFICATIONS. 3 3 3 3 - - - - 3 - ► 4 �� i 3. POLE, DETECTOR AND EQUIPMENT LOCATIONS ARE APPROXIMATE. THE CITY SHALL 4 EXI NG r66P 06P q I1 VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 10. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH OLB EXI NG .,m_ e6 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12" DIAMETER WITH BACKPLATES O.L.C. --O:L.A. O.L.B. AND GLASS LENSES. PEDESTRIAN SIGNAL HEADS/FACES SHALL BE TYPE "A" 11 . LOOP DETECTOR WIRE SHALL BE "TYPE 27. LOOP DETECTOR LEAD-IN CABLE, SHALL 6 7 7 7 7 - - - - - 02 ^Do O.L.C. —Do (MTS MODEL 7090 GLASS OR APPROVED EQUAL). ALL SIGNAL HOUSINGS SHALL BE "TYPE E". EXI NG �2 BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISORS, BACKPL.ATES, PULL ROPE FOR FUT I C t 1 1 Y 1 - 1 - 1 AND PUSHBUTTON SIGNS SHALL NOT BE USED. PEDESTRIAN HEADS AND 12. LUMINAIRES SHALL BE CITY OF ENCINITAS 250W HSPV WITH FULL CUT-OFF LENS, SCALE: 1"=20' PUSHBUTTON SIGNS SHALL USE INTERNATIONAL SYMBOLS. INTEGRAL BALLAST AND "TYPE IV' PHOTO-ELCTRIC CONTROL. EVP CABLE 2 2 1 1 t - - - YYY QgpfESS/p 5, PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 13. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE "TYPE A" AND CONFORM 04 P\,\ C4Y F� TO ,THE TRAFFIC SIGN SPECIFCATIONS, STANDARD PLANS AND STANDARD CLA 6. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL SPECIFICATIONS. HAVE THE MARKING "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 ATTENTION EMERGENCY OPERATION: FLASH ALL PHASES RED * DIP. 12-31-99 * UNLESS OTHERWISE NOTED. ND. 0047128 All utilities shown on this plan are based on available r �e records. It shall be the sole responsibility of the contractor f' G \` `\` n Q to verify ail existing utilities by contacting utility agencies TF OF�CAL\E�� rans ec"h ENGINEERS • PLANNERS and to avoid damaging existing utilities during excavation. �i /7 MUNICIPAL CONSULTANTS FOR UNDERGROUND SERVICE ALERT CALL: 424 Summit Street, Suite 120, Oceanside, CA 92054 1 -800-422-4133 (619)721 -5977 Fax: (619)721 -5975 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT s SA APPROVALS CITY OF ENCINITAS DRA W IN NCI. PLANS PREPARED UNDER SUPERVISI❑N OF REC❑MME DED ❑V ENCINITAS BLVD AT HORIZONTAL DATE 1�1++�-�-`� BY: — BY; TRH 1-5 NB RAMP- & SAXONY ROAD VERTICAL R,G.E. N❑, : 47128 DATE; 7-li-S7 DATE ALI cAYIR � SIGNAL MODIFICATION PLAN EXP, 12-31-99 R,C,E, !8/d� WORK PROJECT N❑, SHEET Q F 18 sa046S2.ow 7.97 _ ...GENERAL NOTES WORK TO BE DONE POLE SCHEDULE EXISTING POLES REMAINING AS IS NOT SHOWN STANDARD 1. THE LOCATION OFR ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS CONSTRUCT TRAFFIC SIGNAL AND SAFETY'LIGHTING MODIFICATION AS SHOWN U I AIR PPB (see berm •a•) THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SHALL BE BLANK DURING FLASHING OPERATION. ON THESE PLANS. No. L M N E VEHICLE SIGNAL MOUNTING PED SIGNAL POLE LOCATION S N.S REMARKS UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS AND VERIFY ALL TYPE SIG. M.A. HPSV MAST ARM POLE MTG. 0 QUAD ARROW STATION C JOBSITE CONDITIONS. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OF ALL 8. . CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING STANDARD PLANS M.A. M.A. � C �- SUBSTRUCTURES. PROTECT ALL FACILITIES DURING CONSTRUCTION. TRAFFIC SIGNAL INSTALLATION. A 29-5-80(N) 50' N 15' N 250W R 3-MAS N SV-2-T(N) *SP-1-T(N = - - Ca lle Magdalena R ** ■* - CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY, 1992 B 1-A R REL CATE COMPLETE ** ** - 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 9. ALL CONDUIT AND FITTINGS SHALL BE RIGID NON-METALIC 2" MIN. INSIDE DIAMETER *USE PED HEAD MOUNTING FOR FLASHING BEACON UTILITIES AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. UNLESS OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF THE STATE OF (R) EXISTING EQUIPMENT OR POLE TO BE REUSED CALIFORNIA- STANDARD SPECIFICATIONS. STANDARD .SPECIFICATIONS (N) NEW EQUIPMENT OR POLE ** LOCATION TO BE DETERMINED BY ENG IN THE FIELD. 3. POLE, DETECTOR AND EQUIPMENT LOCATIONS AR APPROXIMATE. THE CITY SHALL CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DATED JULY, 1992. VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 10. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH LUMINAIRE. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROL 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12" DIAMETER WITH BACKPLATES AND GLASS LENSES. PEDESTRIAN SIGNAL HEADS/FACES SHALL BE TYPE "A" 11. LOOP DETECTOR WIRE SHALL BE "TYPE 2". LOOP DETECTOR LEAD-IN CABLE, SHALL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION. (MTS MODEL 7090 GLASS OR APPROVED EQUAL). ALL SIGNAL HOUSINGS SHALL BE "TYPE B". CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL LATEST EDITION. BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISORS, BACKPLATES, AND PUSHBUTTON SIGNS SHALL NOT BE `USED. PEDESTRIAN HEADS AND 12. STREET NAME SIGNS SHALL CONFORM TO THE CALTRANS TRAFFIC SIGN SPECIFICATIONS PUSHBUTTON SIGNS SHALL USE INTERNATIONAL SYMBOLS. STANDARD PLANS AND STANDARD SPECIFICATIONS 5. PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 6. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL HAVE THE MARKING "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED, R/W � 1 I INSTALL FLASHING RED BEACON f" °> O RRISNS --- - - _. ^ _ 20 10 0 20 40 4 O O - ----- - _ '�_ �-_--_ --- _ O 1"=20" GRAPHIC SCALE UMI r� B DETECTOR _--- — --. 06r' t R49 & PED BARRCADE 1„ PVC NIPPLE - ----_-;-. _- __ ___ -- - - - ., RR � -- �pV ` _ ' LENGTH AS REQ'D "r 26-4-80 - 4I ` ERD RR .. 116" TO 1" REDUCER RS r - 46 ADV. LOOPS FOR SAXONY RD. - _.-_ �$ , ___ SIGNAL, SEE SAXONY RD. /-� _' --_ � -'^-��.)*`"'�,- ,- RR ��' SIGNAL PLAN - i 'tee\ - -- - --- — �_ - - s 6+s01--EWP_ - 4 , 2 0 INS SCALE. 1" 20' - -- P4/,,, T444 ------------ ---- _ INS-TALL R73-2 RE `��.P� _._ _ BACKPLATE _ � .;N �_= � VEH HEAD _ N,y 7 pN r —r, e�e DETAIL E. V.P. DETECTOR ASSEMBLY 02 ENCINITAS 02 ;-- -- _, — mNS - , N.T.S } ( i - 02 FL -444 - l 3 pj y Io2 EVP RR P� -- V EX. R34-2 / \ 2g0. TO I � - - ; c, j �, ''.���'''f- i 02 :J• _ >06 � CgpF --- -- 02 1 f e UC/r R Pv i i _ YoR - ;_ R/W SPLICE INTO EX. DEC i _„ P ®{ i q SPLICE LANE 2,3 LOOPS INTO a CONDUCTOR SCHEDULE # P CONDUIT SIZE AND RUN EXISTNG DLC. INSTALL 1 DLC FOR O �, , �`,^�"'^�- 021% AWG SIZE H LOOPS IN LANE #1 TO CONTROLLER > OR A POLE OR 3" " E E THRU EXISTING CONDUITS. EX. METERING a ` <�i �? CABLE TYPE E PEDESTAL S CIRCUIT 1 z 3 4 ,'� I�. c6 `\ I \I\ N0. 14 CABLE POLE - A - - 2 �> , 2 IN N B 1 - ; ; I �" 1 SPLICE NEW LOOPS INTO �� i ,V, EXISTING DLC FOR #1 LANE C EX STIN C NDU TORS D EX STIN C NDU TORS ? , S CONSTRUCTION NOTES TOTAL CABLES-3 CONDUCT. 12 CONDUCT. 2 1 -_ _ ! LIGHTING 2 2 1 2 2 1❑ EXISTING CONTROLLER AND CABINET ASSEMBLY. CONTRACTOR TO PROVIDE AND INSTALL ADDITIONAL DETECTOR AMPLIFIERS 04 I "' 10 (ISNS 2 2 2 2 FOR NEW LOOPS AND OTHER NECESSARY EQUIPMENT PER CALTRANS TRAFFIC SIGNAL CONTROLLER AND EQUIPMENT SPECIFICATIONS LATEST EDITION. R/W SIGNAL SERVICE Ex STIN 2 INSTALL EVP AND EVP-DLC TO CONTROLLER. CALLE 1 TYPE "B" DLC 1 LOOP LEAD-IN 1 1 1 - M AGDALEN A 2 SE PLAN ALL SIGNAL POLES AND EQUIPMENT TO BE REMOVED AND SALVAGED EXISTING PHASE DIAGRAM SHALL BE DELIVERED TO CITY OF ENCINITAS SALVAGE YARD ON GROUP A GROUP B 3 - - - - ENCINITAS BLVD. AT VULCAN AVENUE 4 SE PLAN T 5 - - - - z UNUSED 7 — — — 01 02 03 04 8 - - - - N PULL ROPE FOR FUT I C 1 1 1 0 UNUSED UNUSED UNUSED EVP CABLE 2 2 1 1 9WESSI z CA 05 06 07 08 EXP: 12-31-49 * N0. 0047128 sf'r C I V 1� Qy\r ATTENTION F of c�� Eo All utilities shown on this plan are based on available records. It shall be the sole responsibility of the contractor r n �+�j ENGINEERS • PLANNERS to verify all existing utilities by contacting utility agencies I a /S a MUNICIPAL CONSULTANTS and to avoid damaging existing utilities during excavation. 424 Summit Street, Suite 120, Oceanside, CA- 92.054 FOR UNDERGROUND SERVICE ALERT CALL: (619)721-5977 Fax: (619)72`1 -5975 1-800-422-4133' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ` SPECIAL DISTRICT SA S B APPROVALS CITY' ® F'' ENCINITAS DRAWING NO, AB B PLANS PR PARED UNDER SUPERVISION OF RECOMMF DED A R VE HORIZONTAL 1"= 20' DATE l BYl + ° BY 40 a4i-4&W ENCINITAS BLVD AT R.C.E.AOL N� `� 99 CALLE- MAGDALENA TR=3 VERTICAL N/A ALt CAYI DATE I� DATE - - TRAFFIC SIGNAL MODIFICATION FLAN EXP, 12-31-99 R.C.E. !l/t7 ,p.— WORK PROJECT NO, : SHEET O 950465+. DWG 7,97 CONDUCTOR SCHEDULE AWG slzE P CMff IX RUN GENERAL NOTES WORK TO BE DONE OR H POLE OR A S 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS CONSTRUCT TRAFFIC SIGNAL AND SAFETY LIGHTING AS SHOWN ON THESE CABLE TYPE E CIRCUIT 1 2 3 4 THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SHALL BE BLANK DURING FLASHING OPERATION. PLANS. /RR POLE - A - - _ - JOBSITE CONDITIONS. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OF ALL L 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING STANDARD PLANS B - - - - SUBSTRUCTURES. PROTECT ALL FACILITIES DURING CONSTRUCTION. TRAFFIC SIGNAL INSTALLATION. C =_ _ s = CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY, D 1 1 - - - 2. THEICONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 9. ALL CONDUIT AND FITTINGS SHALL BE RIGID NON-METALIC, 2" MIN. INSIDE DIAMETER 1992• TIES AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. UNLESS OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. 3. POLE, DETECTOR AND EQUIPMENT .LOCATIONS ARE APPROXIMATE. THE CITY SHALL VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 10. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH STANDARD SPECIFICATIONS LUMINAIRE. 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12 DIAMETER WITH BACKPLATES AND 'GLASS LENSES. PEDESTRIAN SIGNAL HEADS/FACES SHALL BE TYPE "A" 11. LOOP DETECTOR WIRE SHALL BE "TYPE 2". LOOP DETECTOR LEAD-IN CABLE, SHALL CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (MTS MODEL 7090 GLASS OR APPROVED EQUAL). ALL SIGNAL'HOUSINGS SHALL BE "TYPE B". D'ATED JULY, 1992. BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISORS, BACKPLATES, AND PUSHBUTTON SIGNS SHALL NOT BE USED. PEDESTRIAN HEADS AND 12. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT-OFF LENS, CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS TOTAL CABLES-3 CONDUCT./12 CONDUCT. 1 - 4 - - PUSHBUTTON SIGNS SHALL USE INTERNATIONAL SYMBOLS. INTEGRAL BALLAST AND "TYPE IV" PHOTO-ELCTRIC CONTROL. FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES 1990 EDITION. LIGHTING - 2 2 2 5. PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 13. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE "TYPE A" AND CONFORM CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL LATEST 10 I.I.S.N.S. - 2 2 - TO THE TRAFFIC SIGN SPECIFCATIONS, STANDARD PLANS AND STANDARD EDITION. SIG. COMMON 2 1 1 1 6. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL SPECIFICATIONS. HAVE THE MARKING "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 SIGNAL SERVICE - - - - UNLESS OTHERWISE NOTED. TYPE '°B'' DLC 1 OOP LEAD-IN 1 1 1 ' - 20 10 0 20 40 2 4 - - - w PROPOSED PHASE DIAGRAM 4 FOR FU RE USE 2 2 - - POLE SCHEDULE GROUP A GROUP 8 1"=20' GRAPHIC SCALERGp���G( „ 5 1 - - - STANDARD VEHICLE SIGNAL MOUNTING PE PPB POLE LOCATION v ---► LUMINAIRE SI (SEE DETAIL 'A') m z FAT_ Ir �- --C, UNUSED ) 6 3 3 3 No' SIG. LUM. HPSV I.I.S.N.S. REMARKS w � E2P FO¢ TYPE MAST ARM POLE MTG. 0 QUAD ARROW STATION C pQE 7 - - - - M.A. M.A. I P A 26-4-80 45' 15' 250 2-MAS 8V-2-T SV-1-P 8 E L - 23+46.6 2.5' - w ECR 01 02 23 04 8 2 - - 2 B 19-3-80 30' 15 250 MAS SV-3-T SV-1-P 8 W R Encinitas Blvd 24+27.8 2.5 - 4 P PULL ROPE 1 1 1 - C 29-5-80 55' 15' 250 2-MAS 2-SV-1-T SV-2-P N W R L - 24+38.4 6.5' - G N , G E.V.P. CABLE 3 2 1 1 D 1-A - - - - TV-2-T SV-2-T N/E L R 23+54.7 6.5 - B -B z UNUSED 18P �PV j G'''// 05 06 1 07 08 DETAIL F,A„ \���RGpNNc� cP I FUTURE 04 DRIVEWAY j- - _. ENC%I�V P DUL Cq r" t I 1.0 tt \N� .. �""�',r°-',.ice'•/' y...�- ���..,;..r- _ �.�--' f, INSTALL R49 & PED BARRICADE 0 3 6 i2, 21 08P MCP i/� _ m8 08 E.V.P. 6 10" HP I. g 1+6 E.V.P. ........... -- 7 X22 INSTALL R73-2 300° TO --__ - _ 24 --� _ .._ 150' TO L1MR jN - 05 q,1 8„ VCF ~-- , ,_ ._ I 02 INSTALL R73-2 78" 02 _ ._ 02+5 E.V.P. t --� _ 7 06+1 E.V.P. -- ` ______ 02 _ �2 - . INSTALL R49 & FED BARRICADE FOR FUTURE'INT t7tC'.-..1,-.T,U ' = - _ - I .�__.,__ v__ _ _ _ ERCONNECTC CABLE ��"`►�•►� ___ _• - -- - �68P 01 _ 06 -4 INSTALL " t 1, j' OR FUTU C., 2 DL} _ E 5 O C) `.. >_l r RE INTERCp�t PLL ROP 22P 02P NE T C € — S.D.G.& E. SERVICE PT. DETECTOR i ,� fI `�3"G, PULL ROPE PER 1 @o S.D.& E'.-„STA S INSTALL 27C., 2#10 5 INSTALL 2"C., 2-DLC 1 PVC NIPPLE I C E. SE VI q p 2 LENGTH AS REQ'D FROM S.D.G.& E. SERVICE` — INSTALLNTG.# 6 1W' TO 1" REDUCER l l POINT TO METERING PED: - - F T _lY I _ _ LANE. CONSTRUCTION NOTES: ,D' CONSTRUCTION NOTES CONT'D: ( 0” _ _ 5 REMOVE & SALVAGE EXIST. STREET LIGHT, REMOVE AND DISPOSE OF �1 FURNISH AND INSTALL MODEL 170 CONTROLLER ASSEMBLY VERTICAL MOUNT --- - �" "- TYPE) IN MODEL 332 ANODIZED ALUMINUM CABINET WITH INTERNAL LIGHT, _ FOUNDATION. DELIVER STREET LIGHT TO CITY OF ENCINITAS PUBLIC FRONT AND BACK DOOR SWITCHES AND INTEGRAL DRAWER ASSEMBLY UNDER WORKS YARD AT ENCINITAS BLVD. AND VULCAN AVE.. INSTALL #3 CONTROLLER. CABINET SHALL BE WIRED FOR RED MONITOR AND FULL 8 J --�_ PULLBOX iN PLACE OF REMOVED POLE. EXTEND EXISTING CONDUITS INTO PHASE CAPABILITY INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE LUCK BACKPLATE NEW PULLBOX AND SPLICE LIGHTING CIRCUIT WIRES AS NECESSARY. PHASING SHOWN ON THESE PLANS. INSTALL FOUNDATION PER STANDARD tt PLAN ES-46. CONTROLLER UNIT SHALL BE BE EQUIPPED WITH BITRANS CENT R ' MODEL 200SA SOFTWARE OR APPROVED EQUAL, ONE MODEL 412C SYSTEM a INSTALL 3 EACH 3M MODEL 521 (OR APPROVED EQUAL) EMERGENCY VEHICLE PRE- MEMORY MODULE, MODEL 222 LOOP DETECTOR SENSOR UNITS (I.C.C. OR DRIVE AY/ EMPTION DETECTOR MOUNTED ON MAST ARM USING THREADED NIPPLE AND EQUAL), ONE MODEL 400 MODEM AND ONE MODEL 225 CONFLICT MONITOR. LOCK WASHERS. MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED DETAIL FOR E.V.P. DETECTOR ASSEMBLY 0 INSTALL ANODIZIED ALUMINUM TYPE IIIB SIGNAL AND LIGHTING SERVICE PER BY THE CONTRACTOR. S.D.G.& E. REQUIREMENTS. PROVIDE 50A-1P SIGNAL CIRCUIT BREAKER, 3OA-1P OQRpF ESP q�` UNMETERED LIGHTING CIRCUIT BREAKER, AND 15A-1P I.S.N.S. CIRCUIT BREAKER. rte\ G4Y7i SEE STANDARD PLAN ES-2D FOR DETAILS. w ATTENTION F31 N/A DIP. 12-3199 All utilities shown on this plan are based on available NO. C047128 k �V// ENGINEERS ■ PLANNERS records. It shall be the sole responsibility of the contractor ❑ ;` J� �r MUNICIPAL CONSULTANTS 4 MOUNT SIGNAL HEAD 0 17 HIGH to verify all existing utilities by contacting utility agencies �r CIV1� and to avoid damaging existing utilities during excavation. ' I, F pf CA1\FO 424 Summit Street, Suite 120, Oceanside, CA 92054 FOR UNDERGROUND SERVICE ALERT CALL: (919)721-5977 Fax: ,(619)721=5975 1-800-422-4133 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY ® F ENCiR11 ">i" AS DRAWING NO. BENCHMARK: CENTERLINE WELL PLANS PRE RED UNDER SUPERVISION OF REC❑MME D A VE TRAFFIC SIGNAL AND SAFETY LIGHTING FOR: MONUMENT TOP BRASS DISK LOCATION rol INTERSECTION OF HORIZONTAL AS SHOWN DATE BY: i BY ENCINITAS AS BLVD TR -4 RR & ENCINITAS BLVD. 47128 ("± �/ �J �/ RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN R,C,E, NO. DATE "K'�7 DATE+ "l`` A T LUCKY CK i CENTER DRIVE A T VERTICAL 12-31-99 NAVD 88 USGSGS DATUM ELEV 71.386 ENGINEER. EXP. WORK PROJECT N❑ SHEET ❑ pp '± - . 95046S3,DWO AB oo O 1 --------------------------------------------------------- ---- -- - - --- - - - ® � POINT OF CONNECTION - 1-1/2" WATER METER : vv 0 3 ♦♦ BY SAN DIEGUITO WATER DISTRICT. CONTRACTOR \\ TO MAKE CONNECTION TO METER. _ BACKFLOW, FLOW METER AND MASTER RCV BPr� '""" ® ° J ❑ OO 2 TO BE LOCATED BEHIND CURB o � wage = Si d 0 AV o, a Q o �ae9 <� 19 , , = � c i- 1 2 7 o a — \\\ j 17 3/4 3/4 /4u 1' Y o � Sl �- M-H co W ) LOCATION " ENCINIfi,45 5I-VF.) . ' . R W BY OTHERS W H T H W _ ---- --R . ------------ - --------- --- _ _ KEY MAP °� - - ; - ------ - --- J - - F 0 o ER HI G i% I IRRICx,4TION LEGEND j\ P N \ \ I % I DETAIL 15r-MBOL MANUFACTURER - PART NO. - DESCRIPTION 4RC_!S1=51 SFM !-- _ q RAINBIRD 1512-SAM-VPG-I0Q-PGS-030 POP-UP 9® S'' 30 0.3 6 6 RAINBIRD i$12-SAM-VPC-IDH-PGS-00 POP-UP 180 ID' 30 0. O oq RAINBIRD 1812-6AM-VPG-I0H-PGS-040 POP-UP IaO l' 30 0.4 � DETAIL 8YM50 MANUFACTURER - PART NO. - DESCRIPTION NON-IRRIGATED HYDROSEED RAINBIRD EFB-CP REMOTE CONTROL VALVE - IN CARSON 14198-12 I ^ VALVE BOX - W/ VALVE NO. ON LID (2° H) - SIZE AS NOTED. GRISWOLD 2230 - 2" MASTER REMOTE CONTROL VALVE - IN j CARSON 13245-155 JUMBO VALVE BOX - W/ "MV" HEAT BRANDED ON LID IN 2" CHARACTERS. PROVIDE 1" CONDUIT TO CONTROLLER " --ROW.--- �i` ---------------T- APN-258 III-15 � I � L / / / L5 O RAINBIRD 33DNP QUICK COUPLER VALVE L N�� ti- r ? / / / / �'1/ / ./ / / p ►/ KBI BTU SERIES TRUE UNION BALL VALVE - LINE SIZE CAL SENSE FM-1.5 FLOW METER IN VALVE BOX - PROVIDE 1' PVC ❑ off " / / / / / / / -- - L5 CONDUIT (FOR WIRING) BETWEEN FLOW METER LOCATION AND ` - IRRIGATION CONTROLLER. ----`--------------------------------------- =ter I-1/2" WATER METER - SAN DIEGUITO WATER DISTRICT TO INSTALL - N/A CONTRACTOR t0 MAKE CONNECTION TO METER PROVIDED. B ® FEBCO 625YA 1112" REDUCED PRESSURE 5ACKFLOW PREVENTER HP HP L5 U!/ FEBCO 650 BRONZE WYE STRAINER - INSTALL PER CODES DOWNSTREAM OF WATER METER. © HYDROSCAPE CONTROLLER ASSEMBLY 0 H5I-TMS5-ETI-12-R/PANT z L5 W/ CALSENSE ETI-12-R AUTOMATIC CONTROLLER 23 i 20 i - STAT, REMOTE STATION NUMBER 21 22 8 \Op �� " N/A B,g „ VALVE SIZE SYSTEM FLOW (GFDM) 3/4 3/ _ Z MANUFACTURER AS APPROVED s/4" - -- - - Z S - E55 OTHERWISE NOTED U 2" GLASS 315 MAINLINE UNL - SEE DETAIL FOR DEPTH ], _ — I `s �/ PVC, SCH. 40 AT - _ _ L ERAL LINE SITE AS NOTED SEE DETAIL FOR DEPTH — — — PVC, SCHEDULE 40 SLEEVING - 2x'S PIPE SIZE - SEE EXISTING WATER SERVICE LINE PROVIDE TELEPHONE CONNECTION TO I DETAILS FOR DEPTH. �1 XSITING SIDEWALK CONTROLLER AND 11OV SERVICE AS PVC, SCHEDULE 40 WIRE CONDUIT- 2x'6 PIPE SIZE - SEE W y SERVICE AREA FOR DETAILS FOR DEPTH. Z`� EXISTING CURB FACE REQUIRED. FINAL LOCATION t0 BE = ELECTRICAL AND Z A VERIFIED IN FIELD. _ TELEPHONE — NOTES: r W 6° R.W. BY OTHER _--�- ---- — - � CONNECTIONS L ALL IRRIGATION MAINS, LIATERALS AND EQUIPMENT SHALL IMEET INDUSTRY ` __ - -- ------- --- ------- - - -- - --- __- _- - _ - - ---- -- -- T- - - -- - -- _Y � - R: BOX COVERS FOR HEAD GAPSQUICK COUPLER GAPS, ETC. PRODUCT SUBMITTALS -- - ------ -- __ �~ ---- -------- - -, -- -- 00 O - - - - - - — _ U51S I IS LocaTioN 6 � � H rc - _ 2 BP BO C typ. 3�0 " BOX sL z Q Q . B ? 18 / / L o o KEY MAF' \ ( 17 wo acni.e M PT S 18" WIDE 3 PT EN 1 9 1 EN 6 5 GAL. CONCRETE W \` STAMPED CONCRETE ACCESS L� WALK C D E w o ENS IN [ T,45 5L VD, R.W. BY OTHERS.l1 W HW HH l n _� —_ _ —I- - � - - - - - - - - -R.O.W. - - - - - - - - _, ---- — � - - - - - — --- H H Oq — DER H " /i! PLANT LEGEND DETAIL SYMBOL 455R BOTANICAL NAME / COMMON NAME SIZE QTY. COMMENT TREES o x BP BAUHINIA F Uf UREA / PURPLE ORGI-411D TREE 3�0" BOX 4 5TANIDARID �U\ ° MG MAGNOLIA G. MAJESTIC, BEAUTY' / MAGNOLIA 3C" BOX 3 STANDAR NON-IRRIGATED HYDROSEED 1 SHRUBS -V / O EN ESGALLONIA 'NEWPORT DWARF' / N.C.N. 5 GAL, 28 PT fmHORMIUM 'TRICOLOR' / NEW ZEALAND FLAX 5 SAL, 16 E / GROUND COVER r ® CARISSA MACROGARPA GREEN CARPET'/ CARISSA 1 GAL. I(o8 3C O.G. i pH ' / / / / / / / ® PELARGONIUM PELTATUPI / IVY GERANIUM 'PING' I CAL 335 IS" O.C. — - — — — — — — — — — — © IMPATIENS UWALLERANA / BUZY LIZZIE 4" POTS 553 12" D.C. YP. AT BASE O= TREE ❑D MULCH C0' DIA. AROUND BASE OF TREE TYP. 2" DEEP 0. HP E❑ HYDROSEED MIX - (SEE LEGEND SHEET L4 FOR MIX d QUANTITIES) 2 3 1 BOX 13ro BOX STAMPED CONCRETE C NOTE: CONTRACTOR TO PROVIDE 2" LAYER OF MULCH IN ALL PLANTING AREAS. z � 23 STAMPED CONCRETE - SEE DETAILS G, D, AND E, SHEET Lro. m 22 CP o i Zj�— QUANTITY '' `` — —__ — _� U �� rJ 1 PT ABBREVIATION 5 GAL. PT 9 EN F5 EN 3 PT � SIZE GAL. WIDE XSITINCs SIDEWALK &T STAMPED Z EXISTING CURB FACE CONCRETE C D E z ACCESS WALK - r U1 6" R W BY OTHERS - 1 0 PO 40 60 DSCAP SioNFA�,p� Z 5i afore 0_. RALPH STONE JUN 1999 Renewal 42 /97 Data & ASSOCIATES S 6/26 Tgre Date ��C LANDSCAPE ARCHITECTURE PLANNING CA1,\l 777 S. HWY. 101, SUITE 201, SOLANA BEACH, CA (619) 755-3188 DATE: 6/27/97 JOB # 95-0509 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT " K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWIN NO. J.J.B. M.G.B. R.W.S. PLANS PREPARED UNDER SUPERVISION OF RECOMMPNDED A OVE 1"– 20'-0" DATE: 6/27/97 n ENCINITAS BOULEVARD WIDENING HORIZONTAL l"= c BY: BY: L REGISTRATION PLANTING PLAN — MEDIANS 8c SLOPES RALPH W. TONE NUMBER: 1459 VERTICAL LANDSCAPE ARCHITECT NUM NUM 6/30/99 DATE: 7-�6 -i1 DATE: WORK PROJECT N0. SHEET14 F -I8 RECYCLED WATER NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER BEST MANAGEMEN7 PRACTICES SHALL BE USED TO MINIMIZE A RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, CHILDREN'S PLAY AREAS, ETC, 3, BEST MANAGEMENT PRACTICES SHALL BE USED 70 ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUNOFF, OVER-SPRAY, AND MISTING, 4. HOSE 51555 ARE STRICTLY PROHIBITED- 5, ON SITE GROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. i 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGUITO WATER DISTRICT. i 1. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYLCED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY ' RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY, IRRIGATION DURING PUBLIC USE PERIODS W17H DISINFECTED TERTIARY RECYLCED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 AM. / G S. BURIAL OF ALL WIRING ANePIPING SHALL MEET SAN DIEGUITO WATER D15TRICT'S RULES AND REGULATIONS. / / \ ' E LOCATION 10. NON-DESIGNATED USE AREAS SHALL BE BE PROTECTED FROM CONTACT WITH RECYLCED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM 6 OPERATION, IS STRICTLY PROHIBITED. / 11. IRRIGATION HEAPS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYLCED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA / GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. NON-IRRIGATED HYPRO5EED / / / / / / / / / /� / 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER', COLOR-CODED (PURPLE) AND LAID WITH / / / / / / / / / / / / / / KEY MAP WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-51TE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIREDTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEA57 TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 11. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LE55 THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 16. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. SHOW THE DESIGN AND LOCATIONS PROP05ED FOR RECYCLED WATER 'DO NOT DRINK' SIGNS ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/GROSS-CONNECTION PROTECTION, THE \ / / / / / / / / / / / / / / ' RECYCLED PURVEYOR'S RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. , / / / / / / / / / / / / , IN CASE OF EMERGENCY CONTACT AT NAME PHONE NUMBER c3 �Y OR AFTER HOURS CONTACT AT ,� NAME PHONE NUMBER 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS AND ANY WATER WELLS WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN O PLANS. ;' 1 C> o NON-IRRIGATED ' HYDROSEED / 10" W NORTH 0 20 40 60 f —_ -0—""" �PNDSCA o w� W. SiDNF.� 9,A E gnature 1999 RALPH STONE R E 1999 7f Renewal Date Yh .� 61 F 6/26/97 & ASSOCIATES 4T / LANDSCAPE ARCHITECTURE PLANNING `J Cp CAUFO� 777 S. HWY. 101, SUITE 201, SOLANA BEACH, CA (619) 755-3188 DATE: 6/27/97 JOB # 95-0509 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.J.B. Y R.W.S. Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUPERVISION OF RECOMME D A OVE 1" = 20' DATE: 6/27/97 ENCINITAS BOULEVARD WIDENING HORIZONTAL 4tA2 BY: BY: c �S" REGISTRATION 61 IRRIGATION PLAN — SLOPES RALPH W. STONE NUMBER: 1459 VERTICAL LANDSCAPE ARCHITECT DATE: —/6 — 7 DATE: ? d_y� EXP.: 6/30/99 WORK PROJECT N0. SHEET .15 FIS t i ti i i LOCATION NON-IRRIGATED HYDR06EED <BY MAP' G V/ / J / i J (3m lGV_ J i % / / / V x NON-IRRIGATED HYDR05EED ❑ �' / // ;T � NON- IRRIGATED H4 T DROSEED MIX SYMBOL BOTANICAL NAME / COMMON NAME QTY. COMMENTS HYDROSEEDINCx ADEN05TOMA FASCICULATUM CHAMI6E 4 LBS/ AC. ARTEME6IA CALIFORNICA CALIFORNIA SAGEBRUSH 3 LBS/ AC. DENDROMECON RIGIDA BUSH POPPY 2 LBS/ AC. ENGELIA CALIFORNICA BUSH SUNFLOWER 2 LBS/ AG. / / / / ERIOCsONUM FASGIGULAtUM CALIFORNIA BUCKWHEAT 8 L55/ AC. ESGHSCHOLZIA GAL IFORNICA CALIFORNIA ALIF POPPY 2 LBS/ AC LUPINUS BICOLOR NCN 5 LBS/ AC. MALCOTHAMNI15 FA6CICULATU5 BU6H MALLOW 2 L56/ AC. PLANTAGO INSULARI6 INDIAN WHEAT GRA66 30 LBS/ AC. SOIL GUARD' BONDED FIBER MATRIX 4)000 LBS/ AC. 16-20-0 COMMERCIAL FERTILIZER 400 LBS/ AG. ZZ 7NCfRTH Z m 2m 4m be -- �PNDSCgp�, —77 ST (D O y ? -1 J i(10 ur Y JUNE 1999 RALPH STONE Renewal Date 6 26 97 & ASSOCIATES S T °t8 � LANDSCAPE ARCHITECTURE PLANNING CA��FO� 777 S. HWY. 101, SUITE 201, SOLANA BEACH, CA (819) 755-3188 DATE: 6/27/97 JOB # 95-0509 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.J.B. R.w.Is—. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0.on 1" = 20' PLANS PREPARED UNDER SDUAPER�VISION OF RECOMME ED ROVE ENO VITAS BOULEVARD WIDENING HORIZONTAL Br: Br: PLANTING PLAN — SLOPES 1- 4 REGISTRATION _ RALPH W. STONE NUMBER: 1459 �7e®` _S , DATE: Z VERTICAL LANDSCAPE ARCHITECT DATE: EXP.: 6/30/99. WORK PROJECT N0. ' SHEET160F I FINISH GRAD FINISH GRADE IN QUICK COUPLING SHRUB OR GROUND- CARSON 9V" ON VALVE BOX - HEAT VALVE---] COVER BED-, BRAND "BV" ON LID IN 2" CHARACTERS n l �--� CARSON "14198-125 VALVE BOX 2 BALL VALVE WITH LOCKING COVER. HEAT =RAND REDUCED PRESSURN ER FM" ON LID IN 2" CHARACTERS LU � FINISH GRADE STAMPED CONCRETE BACKF PRE E BRASS NIPPL I" MIN CARSON 610 12 WATERPROOF CONNECTIONS 6° ASSEMBLY LENGTH A5 READ. 2 MAX. VALVE 5OX - HEAT POP-UP HEA O 2" 36 EXPANSION COILS 6" FINISH GRADE 3" BRASS NIPPLE BRAND "QVC" ON 4" WYE MIN. DEPTH OF (o" LID IN 2" CHARACTERS I I_ I I FINISH GRADE a STRAINER -- ? BRASS UNION PEA GRAVEL SEE III it I li - - F WASHED 8 GLEAN CONCRETE TRENCHI 2" 0 BRASS NIPPLE LENGTH �_ _ �0 PER LOGI4DCODEAS BRASS 90 EL I=III =III- -^REQUIRED DETAIL a I= ? " _- Z_7 MARLEX STREET ELL a . . x E-FLOW I- F -I FINISHED GRADE BRASS STREET ELL BRASS NIPPLE 4 REBAR WITH =III=III= BRASS ELL 2 S.S. CLAMPS. MAIN LINE *11 PVC TxT ELL _z__ PVG MAIN TO SYSTEM BRASS 9m ELL ONCRETE BRICK g I s 6° SCH. 80 111;,111-.ITI- 3 4 REQ'D. 5 FLOW -j s VG NIPPLE T5E III r� To 45 COMPACTED BACKFILL PVC MAINLINE '' - 2" DIA. 4" CONCRETE SLAB _ _ _ FLOW METER MAINLINE FITTING SxT MAINLINE LONG. BRICK BRASS ELL NOTES: I I -III =III=_=I I 1" PVC CONDUIT 4 REQ'D. ARLEX ST. ELL COPPER MALE ADAPTER I=III= MAIN SUPPLY LINE - TYPE K COPPER FROM 1. COMPACT SOIL AROUND VALVE PIT TO SAME DENSITY AS MIN_ /o" DEPTH OF PEA GRAVEL o SCH. 40 PVC TEE MAIN TO R.P. ASSEMBLY UNDISTURBED ADJACENT SOIL. " CLEANED AND WASHED _ PVC LATERA NOTES: 2. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE NOTE: 12" BELOW GRADE 1. SIZE AS INDICATED IN THE LEGEND. POSSIBLE. 1. COMPACT SOIL AROUND VALVE PIT TO SAME DENSITY AS 2. INSTALL UNIT AS ABOVE OR PER LOCAL CODE AND/OR 3. VALVE BOX LOCATIONS SHALL BE 6" MIN. d 12" MAX. UNDISTURBED ADJACENT SOIL. NOTE: WATER DISTRICT SPECIFICATION. VERIFY BEFORE FROM PAVED SURFACES, WALKS OR BUILDINGS. 2, VALVE BOXES SHALL BE GROUPED TOGETHER WHERE 1. COMPACT SOIL AROUND HEAD TO SAME DENSITY AS INSTALLATION POSSIBLE MIN. �o" DEPTH PEA GRAVEL SURROUNDING SOIL. 3. APPLY 1 COAT OF PIPE COATING THEN DOUBLE WRAP ALL 4•*4 REBAR TO BE DRIVEN 3 FEET INTO UNDISTURBED SOIL CLEANED AND WASHED 2. HEAD TO BE FLUSH WITH CURB, PAVING OR HEADER EXPOSED METAL PIPING UP TO 12" ABOVE FINISH GRADE AND ATTACHED TO QUIGK COUPLER WITH 3. VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED WITH 10 MIL. PIPE WRAP TAPE. STAINLESS STEEL CLAMPS. AREAS,WALKS OR BUILDINGS 4. ALL RISER d FITTINGS TO BE RED BRASS. A PO9= - UP 6PIR4�' NEAU N.T.S. 8 il.P. 5,4C,<FL0UJ i=REVENTEfR N.T.S. N.T.5. G OUIGG GOUi=LEfR N.T.5. ® E34LL VALVE N.T:S. TETFLOLU I"IETEF, N.T.S. CONTROLLER NOTES: CARSON 014198-125 VALVE 50X - EXIST. PAVEMENT BASE SEE IRRIGATION SPECIFICATIONS HYDRO-SCAPE CONTROLLER ASS BLY 1. SEE MANUFACTURER'S MANUAL FOR MOUNTING HEAT BRAND THE VALVE NUMBER EXISTING A.G. PAVEMENT FOR BACK FILL AND COMPACTION MODEL NO. HSI-TMSS-ETIXX-PANT ON LID IN 2 HIGH CHARACTERS CALSENSE ETI-XX-R SERIES C 1TROLLER INSTRUCtiONS AND LAYOUT. 24" EXPANSION COILS W/ CHRISTYS SAWCUT EXISTING PAVEMENT REQUIREMENTS IN TURFMAN TOP MOUNTED CONTROLLER IRRIGATION VALVE ID TAGS ATTACHED W/ A.C. +1' ENCLOSURE W/ POLE MOUNTED REMOTE 2. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. PLASTIC CABLE TIES BASE - 6" GL2 (SEE G-24) FINISH GRADE ANTENNA 3, ALL CONTROL WIRES SHALL BE LABELED TO MATCH WATERPROOF CONNECTORS TYPE E SLURRY BACKFILL _ VALVE AND CONTROLLER SEQUENCE NUMBER. SEE - ---- --- --- ---- ---- 1 1Jj�- SPECIFICATIONS FOR COLORS REQUIRED. 2" FINISH SAND BACKFILL zlllllI -- 1 GRADE E __ � Ti- SIZE CONTROL WIRE SWEEPS AND CONDUIT TO ACCOM - -III= ELECTRIC VALVE z cALSENSE Er-I DATE ALL SPARE WIRES AND FUTURE REPAIRS. REFER MALE ADAPTER TxT =_ p 1�I-�-- CONTROLLER o "" TO NATIONAL ELECTRIC CODE FOR CURRENT LINE SIZE. 6" 6" ? �p Wl RADIO 5. GROUND WIRES TO BE WHITE. SCH 80 SxT - I- r - COOMMUNICATIONS 90 ELL 2 � � T E H T v� 4" CAPABILITIES 10' 6. CONCRETE BASE DIMENSIONS SHALL BE THE SAME ON PRESSURE ALL FOUR SIDES. 3" IN. SGH 80 SxS '"^`. - O MAINLINE I IOVAC DUPLEX 80 �• USE ONLY ELECTRICAL CONDUIT AND ELECTRICAL MN OUTLET W GFI --T0 HEADS I NIPPLE �. CONTROL WIRES IN CIRCUITRY/ CONDUIT FITTINGS. PVC IRRIGATION PIPE/FITTINGS WILL CONC. BRICK SCH 40 CONDUIT NOT BE ALLOWED FOR ELECTRICAL CONDUITS. ILi��II �L, 4 REQp REMOTE RADIO I° CONDUIT - FLOW 2" SCH 40 CONDUIT CONTROL WIRES TAPED 8. TAPE AND BUNDLE WIRE EVERY 10 FEET. DO NOT TAPE - 2" SGH 40 CONDUIT 4 O 4 METER WIRE W/12 COND. 6 PAIR IN BUNDLES AT 10' CONNECTOR WIRES TOGETHER IN SLEEVES. SCH 80 UNION W/12 GOND. 6 PAIR MIN; , MIN SIGNAL INTERCONNECT INTERVALS. LAY ALONG HYDRO-SAFE SIG. INTERCON. _; MAIN LINE PIPE CABLE STAINLESS STEEL PHONE DROP 9. PROVIDE A TWO FOOT COIL AT EACH CHANGE IN 6" DEPTH OF PEA GRAVEL CABLE IN SCH 40 PVC ONE SIDE OF MAINLINE ENCLOSURE W/ TOP LOCATION CLEANED E WASHED MAINLINE FITTING SLEEV - 2X DIA, ONLY HINGE T DOOR & L� (SERVICE INTERFACE DIRECTION ON THE WIRING RUN. DO NOT TAPE COILS. SCH 80 Sx5 ELL CONNECTOR 10. EACH CONTROL WIRE At CONTROLLER AND VALVE TO NOTES: BY PHONE CO.) BE IDENTIFIED WITH PERMANENTLY ATTACHED, TAPED 1. TAPE AND BUNDLE WIRE EVERY 20 FEET. NOTE' NOTE: DO NOT TAPE WIRES TOGETHER IN SLEEVES I• PROVIDE 3" SAND UNDER 8 6" OVER TOP OF ALL I• PROVIDE 2" SAND UNDER 8 6" OVER TOP OF ALL LABELS DISPLAYING CONTROLLER AND VALVE NUMB R. 2. PROVIDE EXPANSION COILS E EACH WIRE CONNECTION PIPING. BACK FILL TO BE FREE OF ROCKS AND DEBRIS. PIPING. BACK FILL TO BE FREE OF ROCKS AND DEBRIS. IN VALVE VID BOX. (WRAPAROUND I/2" PIPE E 15 TIMES.) 2. NO OTHER TRADES (ELECT., LIGHTING) ALLOWED 2. NO OTHER TRADES (ELECT., LIGHTING) ALLOWED IL EACH CONTROLLER WIRE AT EACH SPLICE BOX t0 BE 3. COMPACT SOIL AROUND VALVE PIT TO SAME DENSITY TO USE SAME TRENCH AS IRRIGATION PIPE. TO USE SEEAME TRENCH AS IRRIGATIILON PIPE. IDENTIFIED WITH PERMANENTLY ATTACHED TAPED AS UNDISTURBED ADJACENT SOIL. 3. NOT IN SD ALLECOVER GENT O MRAINLI WIRES WHEN 3 NOT INSD7ALLED ADJACERNT oN MAINLINRE. WHEN -' LCONTROLL ROAND (VALVE N M5ER.DISPLAYING 4. USE APPROVED WATERPROOF CONNECTOR. SUBMIT 4- PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING 4- PROVIDE PVG SCH. 40 SLEEVES FOR ALL WIRING Y 12, PROVIDE INPUT POWER, 120 VAC, 60Hz CONTINUOUSLY SAMPLE PRIOR TO USE FOR APPROVAL. AND PIPING UNDER PAVING AND EXTEND ONE FOOT AND PIPING UNDER PAVING AND EXTEND ONE FOOT n m m'z HOT ELECTRIC SERVICE. PROVIDE CONDUIT TO 5, ALL WIRE TO BE INSTALLED AS PER LOCAL CODE. PAST PAVING. PAST PAVING. y mom 5. NO STACKING (VERTICALLY) OF PIPES. 5. NO STACKING (VERTICALLY) OF PIPES. i i A = mz CONTROLLER. (o. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE i n 13. ALL CONTROL WIRES SHALL BE IN A PULL BOX POSSIBLE. 6_ SEAL END OF CONDUITS AT VALVE AND PULL 6. SEAL END OF CONDUITS AT VALVE AND PULL o m � a m 1. VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED BOXES AND ALL SLEEVES W/ A NON-DECAYING BOXES AND ALL SLEEVES W/ ANON-DECAYING F A IMMEDIATELY OPPOSITE CONTROLLER LOCATION WITH AREAS, WALKS OR BUILDINGS, REMOVABLE MATERIAL, REMOVAL MATERIAL. a N m OF COILED ADDITIONAL WIRE. F IFEr-10TE GONTF,0L VALVE N.T.S. G TfizENGNIN(S; (UNDER PAVING) N.T.S. L4 7FENG�4INr:� (UNPAVED ARAS) N.T.S. J GONTFOLLEF, A56F-15L-T' N.T. CARSON 0'13248-155 JUM50 VALVE 5OX - HEAT BRAND 'MV' ON LID IN 2' HIGH CHARACTERS 24' EXPANSION COILS WATERPROOF CONNECTORS -_ FINISH GRADE 12"-15' � �� 1 ELECTRIC, VALVE MALE MALE ADAPTER TxT SCH 80 SxT 90 ELL 3" IN. SCH 80 SX5 11, PVC I NIPPLE CONDUIT CONG, BRICK I-_I=11 III-1 ' ' 4 REQ,D SCH 80 UNION 6" DEPTH OF PEA GRAVEL CLEANED E WASHED MAINLINE FITTING NOTES: SCH 80 Sx8 ELL 1. TAPE AND BUNDLE WIRE EVERY 20 FEET, DO NOT TAPE WIRES TOGETHER IN SLEEVES 2, PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAPAROUND 1/2 PIPE 15 TIMES.) 3. COMPACT SOIL AROUND VALVE PIT t0 SAME sTO DENSITY �pND AS UNDISTURBED ADJACENT SOIL. ��� 4. USE APPROVED WATERPROOF CONNECTOR. SUBMIT m RA LP HI STON E SAMPLE PRIOR TO USE FOR APPROVAL. J NE E are 1999 CHATES 5. ALL WIRE TO BE INSTALLED AS PER LOCAL CODE, Renewal Date i LANDSCAPE pgQffp$CrURE*PLANNM '1. VALVE BOX SHALL BE 12" MINIMUM FROM ALL PAVED 6/26/97 AREAS, WALKS OR BUILDINGS. s Tns HWY.ioi,sUrraw>."sotnxnBancEica TgrF�° (6i�7ssaies K 1VfA5TEfiz VALVE � c��\�o DATE: 6/27/97 JOB NO.: 95-0509 _ N.T.S. a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT McB Rws APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.. PLANS PREPARED UNDER SUPERVISION OF RECOMME DED A [&I E _ N.T.S. DATE : 6. .27 97 BY: Br: ENOINITAS BOULEVARD WIDENING L5 HORIZONTAL pa� 4L4x- REGISTRATION IRRIGATION DETAILS ALPH W. STONE NUMBER: 1459 DATE: ?-/f. 47 DATE: VERTICAL LANDSCAPE ARCHITECT EXP. 6/30/99 WORK PROJECT N0. SHEET I 0 .' ' - M \ (2) 2" DIA, TREATED LODGEPOLE PINE STAKES. SET ROOTBALL V ABOVE A LINE DRAWN BETWEEN THE FINISH GRADE TWO SUPPORT STAKES IS TO 0 BE PERPENDICULAR TO THE 2" MULCH LAYER - DO NOT STAMPED CONCRETE PREVAILING WIND DIRECTION. INSTALL MULCH ON TOP OF PATTERN: "ASHLAR SLATE" BOMACRON NO SUBSTITUTE RUBBER TIE, NAIL (GALV.) ROOTBALL COLOR: LA CRESENTA BROWN W/ DUST ON COLOR 8 ENDS TO STAKE (TYP.) / CHARCOAL RELEASE AGENT. TREE FINISH GRADE PER SPECIE EN TISCORE LINES, AND EXPANSION JOINTS Q INSTALL 2" MULCH TO EDGE 4 OF ROOTBALL - DO NOT _ U INSTALL MULCH ON TOP =III OF ROOTBALL" 3" EARTH BERM - 12"-18" DIA. g �= e 73 TOP OF ROOTBALL - „=,1II U ua 2 ABOVE FINISH GRADE =11 M.IN. CREATE 2' DIA. EARTH BERM III ,(o" MIN PLANTING TABLETS AROUND BASE OF TREE — — _ — — — AS SPECIFIED =III III— III—III-) —III—I I—I I I_I I I III— I FINISH GRADE 1 111 E7III—III—III—I II BACKFILL AS SPECIFIED _III= III 1111111 SCARIFY SIDES OF PLANT PIT 1=III—I 11 I II 11 I II 11 l I�l 1 11 l : -III—_ EXISITNG A.C, PAVEMENT I- IITI111 1111 PLANT TABLETS AS SPEC, iII —i COMPACTED SASE MATERIAL TREE ROOTBALL COMPACTED BASE I. 2" FOR 4" THICK CONCRETE, 4" FOR 6" THICK IIII_ BACKFILL AS SPECIFIED 4" THICK WHERE WIDTH OF STAMPED CONCRETE IS —111 1 NNN�N IIIII111� EXISTING SUBGRADE MORE THAN 18" WIDTH AS SPECIFIED OR 21/2 X 6" THICK WHERE WIDTH OF STAMPED CONCRETE IS SCARIFIED AND COMPACTED RDTH Ae L WIDTH MIN. LESS THAN OR EQUAL TO 18 TOPSO I L s WIDTH AS SPECIFIED OR 2X ROOTBALL NOTE: WIDTH I. PLANT SHRUB ON A SOLID BASE" 2, SCARIFY SIDES AND BOTTOM WITH PICK OR DIGGING BAR. ,4 TREE i=L ,4NTINC� S�-!'zU8 fi�L 4NTINC N.T.S. C eT,4MPED CONGfRETE N.T.S. r 2' MULCH LAYER CONCRETE CURS TOPSOIL CLASS "A" GRADE FLOW LINE STAMPED CONCRETE AROUND SUSGRADE TREE 0 \ 0 MOISTURE BARRIER INSTALL ° 30' BELOW TOP OF STAMPED NO PLANTING WITHIN CONCRETE 12" THESE AREAS B' MIN. SEWER LINE TO TREE \ FOR STAMPED CONCRETE (VERIFY LOCATION IN FIELD) DETAIL SEE C/L-6 6' MIN, CURB TO TREE (BOTH SIDES) 8" / TREE LOCATION 1%—> 4_1% VARIES so ' _ �- — _ _ p PIA. AREA AROUND —IIII I III III ( - / TREE TO SE LEFT CLEAR 12' / OF PLANTING a o o REMOVAL r\� \� �/ — —� I I EXISTING AC. �\\ �� °P G-2 18" VARIES IS" B CURB r PLANTING STAMPED CURS AREA CONCRETE NOTE: 1. REMOVE ALL EXISTING PAYING AND BASE MATERIAL IN PLANTING AREAS - SEE STREET IMPROVEMENT PLANS. 2. GROUND COVER/SHRUB TO REMAIN 3' AWAY FROM SASE OF TREES. D 1" ED14N SECTION VIEI. N.T.S. E t° IEDIAN i=LAN VIEW N.T.S. \,PNDSC,gp�, STONP.rRgp RALPH STONE gna u y J NE 1999 l& �y�OCHATES YF Renewal Date LANDSCAPE ARCIUTHCrIMEOPLANNING 6/26/97 sr --�- NP 7775 HWY.501.SU111)O1.SOLANABSACH G1 (619)7553186 DATE: 6/27/97 JOB NO.: 95-0509 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT JJ M Rws APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUPERVISION OF RECOM Z141t.NDED OVE HORIZONTAL DATE : 6/27/97 BY: BY: ENCINITAS BOULEVARD WIDENING L6 REGISTRATION PLANTING/PAVING DETAILS VERTICAL Flu NUMBER: 7 1459 DATE: 2'/4 '4 DATE: 14(v ALPH W. STONE 6/30/99 LANDSCAPE ARCHITECT EXP. R.C.E. /d 40-0 WORK PROJECT NO. SHEET.160F 8